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Home My WebLink About07080171 SewerCITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080176 ? WATER / SEWER PERMIT / RECEIPT Date: 08120/2007 -?90?ciP; PARCEL ID #: ZSTP285 LOT & SUBDIVISION: 285 STANFORD PARK ADDRESS OF CONSTRUCTION: 13316 GOLDEN GATE DR W WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13552 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER&VATERPERMIT INU 16,1 1. UIIUIIIUIIS: LOT 285 STANFORD PARK. WATER CONNECTION PERMIT. ` NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe. meeting ASTM specl% C-'(10 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writine. The sewer shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "on en Ire rich" inspected and aooroved by the Carmel Seiner Den artmem before any backlit line is done. Non-? compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) 5'1-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street mnsl he cut a penarate street. cut permit shall he ahtamert APPLICANT NAME: R.L. PAYMENT RECEIVED BY: FEES: $1,396.00 GROCE CITY OF CARMEL Item 2 of 5 PERMIT RECEIPT OPERATOR: dill COPY # : 1 Sec:29 Twp:18 Rng: 03 Sub:STP Blk:3 Lot:285 PARCEL ID ........ : ZSTP285 DATE ISSUED....... : 08/20/2007 RECEIPT 4......••. : 26070 REFERENCE ID # ... : 07080176 SITE ADDRESS ..... : 13316 GOLDEN GATE DR W SUBDIVISION ...... : STANFORD PARK CITY ............. : WESTFIELD IMPACT AREA ...... . OWNER ............ : RYLAND HOMES ADDRESS .......... : 9025 RIVER RD N 4100 CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46240 RECEIVED FROM .... : RYLAND HOMES CONTRACTOR ....... : LTC # XA-1SUP COMPANY .......... : A-i SUPERIOR EXCAVATING ADDRESS .......... : 3143 ROSEWAY" DR CITY/STATE/ZIF ... : INDIANAPOLIS, IN 46226 TELEPHONE ........ : (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL --------- ---------- ----------- USFWATCONN FLAT RATE -- ---------- ---------- 1.00 1310.00 ---------- 0.00 ---------- 1310.00 - 0.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00 - 0.00 --------- TOTAL PERMIT ---------- 1396.00 ---------- 0.00 -------- - 1396.00 - 0.00 Regional Waste ®istri Residential SANITARY SEWER PERMIT 0020' INDIVIDUAL LOT! EXISTING BUILDINGS Permit Type ---------- Final ------------- Subdivision _____ _ _ _______ Stanford-Park. Section Number 3 ---------------- Lift Station 23 126th Street'Station Treatment Plant MIX Builder - Ryland Homes Phone Number_ ------- -------- Parcel Acreage ------------------------------ EDU in Gallons 310 Invoice Number t ) ( ; (J Lot Number ( 402 ------------------------ ------- F Address Number 13316 Street Golden Gate Dr W --- ------------- ----'-------------- City Westfield ----------- ----------- ----------- - 2ip.Code ----------------- 46074 ----------*------- County ----------- Hamilton ------------ Local' Sewer Charge Plan Review and Inspection ------------------ Application Fee -------- $100.00 ------------ E DU Fee -- - ------- $1,650.00 ----- ------------ Interceptor Fee ----------- --------------- -.-- Fees Due $1,750_00 PLEASE NOTE: Installation of building sewer shall be per the specifications of.the Clay Township Regional Waste District (see reverse) and_any conditions noted below. All installations shall be inspected by District personnel during. "open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are'eztended beneath driveways or sidewalks. The permit holder (property owner, developer br builder) will be responsible for damages to the District s sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 844+9200 24 hours in advance. All new construction will be placed on billing six months after connection has been made or when water is connected, whichever comes first. The building has: USMH SFP3-713 SFP3-712 DSMH Grease Trap No Slab_ Foundation Yes Lid Elevation 916:38 ft 913.06 it ----------- ------- --------------- ------ Grit Interceptor No Crawl Space - No First Floor Elevation 917.20 ft 917.20 ft --------- ---------- ----------- Grinder Station No Basement No Basement Elevation .Calculation is based on both Nanhole.Lid Elevations and the. elevafion,of the First Floor [_ 0.82 9-13-99 and.the elevations provided, the substructure.shall be plumbed by: Not Applicable i The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made: anholes shall remain,accessible at all times. Buried manholes will be,corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now permitted. lot 285 per as-buills By signing below, I attest that I am Builder/ Owner Signature Printed Name and agree to. accept responsibility Phone Number Permit Date 811312007 Revised 71M07 Permit is valid for ONE-YEAR from lhe.date issued. Permit valid only with`CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses; buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwi se'a p proved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The, existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air testis required to show'if acceptable for re-use. The property owner shall bear the cost.of all testing. The District- inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with.the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due.'This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon, connection to a public ...shall'b ,abandoned (pumped clean) and filled completely with earthen material or stone in a sewer, a septic tank" safe and sanitary manner." Please contact the-appropriate County-Board of Health for further information and to.notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: 'SDR 35 or,SDR 26, ASTM D3034, SIX INCH.PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL):Yelomine SRD 21_, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 .GASKETS: ASTM F477 FITTINGS: SDR 26 or.:better (NO.fernco's allowed) DUCTILE.IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED' NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding Use Number 8 crushed stone or Number 8 fractured face aggregate. Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe, The trench should be a minimum of18'inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from:waterwells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed, insiallation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile. iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside three feet of building foundation walls. 11 ' Additional information on District standards and specifications may be obtained from the District's office.during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be'located'on our web site at httpliwww:ctrwd.org/. Clay Township Regional Waste District 10701 College Avenue- Suite A Indianapolis, Indiana 46280 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The. District;shall'inspect ALL-laterals. Please call the District office at.844.9200 24 hours prior, to time of 14. Contractors shall lay 14 gauge-solid wire the entire-length of the lateral. Wire is to be placed on top of the lateral. The Districtinspector will verify placement of the.wire.. After inspection, bedding is to be placed on top. 15, Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 7124107 Note: I The Schneider Corporation kola rrinl This drawing is based on construction plans: or record drawings, 9901 OIL Avenue 9anaping and is not hosed upon a field survey. The Schneider, Corporation H611torle Fort Harrista laadeenpe erraftedure does not warrant the accuracy or sufficiency of this information. mdianepetle, rndiaaa 4641111-10S7 G19-D9 Contractors should verify erisiing conditlcnsd prior to any 817-926-71m aedajy construction. Any discrepancy found on this' drawing should be 317-EIN-72ao W reported to The Schneider Corporation mme i diately, lading to do so results in the contractors assumption of all lioblily. Plot Plan Prepared for, RH. of Indiana LOT# 285(402) BLOCK 4 LOT 285(402) containing 1,240 S.F.f in Plot Plan Legend 1 / Stanford Park Section 13 Vb07.0077358 InBtftlrrlent .200500009386 000.0 Proposed Grades OKI] Existing j 3 Slide 1 578 GOO,O&Grades ? ?- Contour Grade Amended Plat * Approx. Lateral Location instrument # 20060003471 - s Sanitary Sewer Lines P.C 3 SIEde 637 -sT- Storm Server Lines - W - Water Service Lines Clay Tap, Hamilton County - - - - - - - Sab-Surface Drain Lines See: 20, T29N, RX 0 Manhole (Sanitary or Storm) o N - __Beehive Inlet (Storm) 13316-Golden Gate-Dirl"-West (24 R/M!) Ej Curb inlet-(Storm) - - - °?Camel, IN 49074 D End Section (Storm) Assumed North Prepared Date 08/03/07 By. AMA Fire Hydrant _ e . . o Scale ZG' -Flaw Line of Swale Proposed Buyer(s): INVENTORY Building Line (HL / BSI.) - - - - - - - Easement Line Community Restrictions: Side Yard =Y min. Rear Yard = N/A Aggregate = E' (B.H.) W STR. 1713 TC=916:38 PER RECORD r DRAWING W O ? J ? CJ] IZ ? uj ii CD W-IMENCE IS Dr OR NEAR PROPERTY UNE z W z z.l 6.9 4 38J5 62.02 2.4 ZI - N W LK ° W m?? N 17.4 o ?JI o Qli CD Li W ? _j C-s 4 Q ?- CJ)-Q'W ~ G N Ov OI OJ p. N stn L?? ,ri r ?I Cq Ln ¢ 1 _g' RESIDENCE IS ON OR NEAR PROPERTY uNE a I w m _ z = ° WA o m 38.75' 62.17 m O p ? 25 n w STR. #712 TC=913.06 PER RECORD FLOOD HAZARD STATEMENT DRAWING t? CERTIFICATION \\\` \??\tv\\l'tlltllYllllfll!l711/lqv ?l Nate: Per Carmel zoning ordinance 26.1.1: The residential district Emits height to twenty-lire lest (25'), however o dwelling may be increased in height RH. of Indiana \? ,-.1S Tl° Finished Raw Elevation Information G to thirty-five lest (35') prodded the side and rear Pad Grade = 91640 per plan yards ore increased an additional one foot (1') for each one foot (17 the structure exceeds the rest Pad Grade + 0.T = Garage FFE (916.7 ) 5U JUJ lwentr-five feet (25') in height Garage FFE + 0.5' =Residential FFE (917-2) STATE OF e $ 7?? ?!! !!7 ! ! 11 ! I I I I 1 1101101 Nate: The contractor is to mointoin a minimum distance of ton feet (10') between the sonroy sewer and water fine laterals. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=516-36 Downstream Manhole, TC=913.06 per record drawing NOTE: Hinder to ensure position dralnoge away from stmcln*)- This drawing is not intended to be represented as a relrocemert or original boundary survey, a route survey, or a Surveyor Location Report Flood Hazard Statement: The accuracy of any flood hazard data shown on this rep or is subject x map scala uncertainty and to any other uncertainty in location or elava;ion on the referenoed flood insurance rate map. ALL ti lie within described land DOES NOT LL within that spatial flood hazard zone A as said land plats by scale on flood insurance rase map w.1 e057 C205F for City of Carrel, Indiana (maps dated February He 20Wj. SIGNATURE : DATE: SIC-IA70RE REPRESENTS CONRRMAHON OF RECEIPT OF PLOT PtAN BY CUSTOMER. Cream Cover Calmlafionx Drive = 260 SFt Private Walk = 30 SFt Sod = N SYd , entire yard +:I c ? t zoPe TYPICAL SWALE WCTI